HomeMy WebLinkAbout0176 BOG ROAD - Health 176 Bog Road
Marstons Mills ti
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LOCATION �� �60 RY SEWAGE #Z(ti3 c376
VILLAGE Aft-3TDU A4LLLS ASSESSOR'S MAP & LOT Z.
INSTALLER'S NAME&PHONE NO. _PKIM C
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) ( X 1!d (size)
NO.OF BEDROOMS
BUILDER OR OWNER �L.
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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(Transfer from service/alien
PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540
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UNITED
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Town of Barnstable N rn
Health Division
200 Main St. '
Hyannis, MA 02601
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PS Form 3800,August 2006(Reverse)PSN 7530.02-000-9047
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Town of Barnstable
(' x Barnstable
a 'THE r Regulatory Services
Thomas F. Geiler, Director A"mericaCiw
�' Public Health Division I ►
+ BARN STABLE,
MASS $ Thomas McKean, Director
�Ar i639 a`0 200 Main Street �oc.I�
Fp MAC
Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
CERTIFIED MAIL 7C06 2150 0002 1038 7404
November 4, 2009
Michael and Alyson Rolfe
176 Bog Rd.
Marstons Mills, MA 02649
RE: Assessors (045/017/002)
As of October 1, 2006 a new rental registration ordinance was put into affect requiring all
property owners of rental units to register their rental units with the Town of Barnstable Health
Division. According to our records, you have a rental property at 176 Bog Rd., Marstons
Mills.
Enclosed is an application. Please use a separate application for each rental unit you
own. Should you need more applications, they are available online at
www.town.barnstable.ma.us. Go to the Health Division page by looking in the Department
Menu. There is a link to the Rental Registration information on the Health Division page. You
may print out as many as you need, and return them to the Health Division with the appropriate
2009 fees included.
Please contact me or the Division Assistant to schedule inspection of the property as soon as
possible. If there are tenants presently occupying the property please provide the contact
information being sure to include a daytime phone number for all tenants. For your use an
occupant's permission form has been included to allow for inspections to be. performed in the
tenant's absence.
Failure to comply with this ordinance will result in the issuance of a non-criminal ticket
citation in the amount of$100. Each day of non-compliance is considered a separate offense.
Should you have any.questions, please feel free to call 508-862-4644. Thank you in
advance for your cooperation.
Jaime A. Cabot, R.S.
Health Inspector
Health Division
Direct#508-862-4651
Ac..c.i
Barnstable Assessing Search Results Page 1 of 2
'11 New Interactive Maas»
Owner: 2009 Assessed Values:
ROLFE,MICHAEL C&
ROWE,ALYSON E.
176 BOG ROAD Appraised Value Assessed Value
Map/Pareet/Parcel Extension Building Value: $477,600 $477,600
045 /017/002 Extra Features: $24,000 $24,000
Outbuildings: $21,700 $21,700
Mailing Address Land Value: $ 165,000 $ 165,000
ROLFE,MICHAEL C&
ROWE,ALYSON E. Totals $688,300 $688,300
176 BOG RD Residential Exemption Received=$100,964
MARSTONS MILLS,MA.02648 Arl • o V r 2-- __
2009 REAL ESTATE Tax Information: Tax Rates:(per S1,000 Of valuation)
Community Preservation Act Tax $ 121.58 Fire District Rates Town Residential
Barnstable FD-All Classes $2.37 $6.90
C.O.M.M.-All Classes $1.08 Town Commercial
C.O.M.M.FD Tax(Residential) $743.36 Cotuit FD-All Classes $1.43 $6.12
Hyannis-Residential $1.78
Town Tax(Residential) $4,052.62 Hyannis-Commercial $2.77
W Barnstable-All Classes $2.11
Community Preservation Act 3%of Town Tax
Total: $4,917.56
Construction Details
Building Property Sketch& ASBUILT Cards
Building value $477,600 Interior Floors Hardwood
Style Colonial Interior Walls Plastered -W
Model Residential Heat Fuel Gas
4
Grade Custom Heat Type Hot Air `FUS'
BAS
R6 5.• 1u BMT 4.3
Stories 2 Stories AC Type Central =LATH 16
MS o i@. 18.,
I$„ Igy
Exterior Walls Wood Shingle Bedrooms 3 Bedrooms
TFQ"'!
Roof Structure Gable/Hip Bathrooms 3 Full+ 1H
Roof Cover Asph/F GIs/Cmp living area 3352
AsBuilt Card N/A
Replacement Cost $482470 Year Built 2003
http://www.town.bamstable.ma.us/assessing/2009/displayparcelO9map.asp?mappar=0450... 10/26/2009
ppAA,�, TOWN OF BARNSTABLE EC.
LOCATION �l�b' R.0 SEWAGE # 3
VILLAGE M' 5` D �' MKIS ASSESSOR'S MAP & LOT ~Z
INSTALLER'S NAME&PHONE NO. CAL.,
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SEPTIC TANK CAPACITY l SDn (4 t O
LEACHING FACILITY_(type)' 14(fo x 1(0 �-• (size) PE4F P)Pg-
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: �I� COMPLIANCE DATE: f
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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c ENVIROTECHLABORATORIES,I.1VC.
MA CERT.NO.:M-MA 063
449 Rte. 130
Sandisich, MA 02563 RE'CE-1 -ED
508(888-6460) 1-800-339-64?,0
FAX(508)888-6446 A V G 0
8 2003
TOWN OF BARNST
ABLS
HEALTH DEPT.
CLIENT. Mike Rolf LOCATION: , 176 Bog Rd \_,
ADDRESS: PO Box 864 Marstons Mills MA'\
Hyannis MA 02601
COLLECTED BY: D Pennini SAMPLE DATE: 7/23/2003
SAMPLE TIME: 3:00
WATER SAMPLE TYPE: New Well DATE RECEIVED: 7/24/2003
LAB I.D. #; 0307571
WELL SPECS.: 28'
RESULTS OF ANALYSIS:
Parameters Units Recommended Results Method Date Analyzed
Limits
Coliform bacteria / 100ml 0 0 9222 B 7/24/2003
PH pH units 6.5-8.5 6.52 4500 H+ 7/24/2003
Conductance umhos/cm 500 88 120.1 . 7/24/2003
Nitrate-N mg/L 10.0 1.19 300.0 7/24/2003
Nitrite-N mg/L 1.00 < 0.004 300.0 7/24/2003
Sodium mg/L 20.0 9.0 200.7 7/24/2003
Iron mg/L 0.3 < 0.1. 200.7 7/24/2003
Manganese mg/L 0.05 < 0.008 200.7 7/24/2003
Volatile Organics
Chloroform ug/L 80 0.8 EPA 524.2 08/01/2003
WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES
FOR PARAMETERS TESTED.
<=less than Date
>=greater than o I J. Saari #Y
TNTC=too numerous to count Laboratory Dire or
R.I. Analytical AUG o 8 2003
Specialists in Environmental Services TOWN OF BARNSTABLE
HEALTH DEPT.
CERTIFICATE OF ANALYSIS
Envirotech Laboratories, Inc. Date Received: 07/25/2003
Attn: Mr. Ron Saari Date Reported: 08/01/2003
8 Jan Sebastian Drive P.O.#:
Sandwich, MA 02563 Work Order#: 0307-10346
DESCRIPTION: ROLF (ONE DRINKING WATER SAMPLE)
Subject sample(s)has/have been analyzed by our Warwick,R.I. laboratory with the attached results.
Reference: All parameters were analyzed by U.S. EPA approved methodologies and all NELAC
requirements were met. The specific methodologies are listed in the methods column
of the Certificate Of Analysis.
Data qualifiers(if present)are explained in full at the end of a given sample's analytical results.
Certification#: RI-033,.MA-RI015, CT-PH-0508,ME-RIO15
NH-253700 A &B, USDA S-41844,NY-11726
If you have any questions regarding this work,or if we may be of further assistance,please contact us.
Approved by
Paul P Vustody
Data e
enc: Ch
41 Illinois Avenue,Warwick, RI 02888 131 Coolidge Street, Bldg 2, Hudson, MA 01749
Tel: (401) 737-8500 Fax:(401) 738-1970 Tel:(978) 568-0041 Fax: (978) 568-0078
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2 of 3
R.I.Analytical Laboratories,Inc.
CERTIFICATE OF ANALYSIS
Envirotech Laboratories, Inc.
Date 07/25/2003 Approved
Work Order#: 0307-10346 .I. alytical
Sample# 001
SAMPLE DESCRIPTION: 0307571 176 BOG ROAD 7
SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 07/23/2003 @15:00
SAMPLE DET. DATE
PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST
Vclatile Organic Compounds
Bromodichloromethane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Bromoform <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Dibromochloromethane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Chloroform 0.8 0.5 ug/I. EPA 524.2 08/01/2003 AMT
1,2-Dibromoethane(EDB) <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Benzene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Carbon Tetrachloride <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
1,2:-Dichloroethane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Triehloroethene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
1,4-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
1,1-Dichloroethane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
1,1.1-Trichloroethane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Vinyl Chloride <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Bremobenzene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Brcmomethane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Chforobenzene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Chloroethane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Chlaromethane <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
2-Chlorotoluene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
4-Chlorotoluene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Dibromomethane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
1,3-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
1,2-Dichlorobeazene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
tran3-1,2-Dichloroethene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
cis-1,2-Dichloroethene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Methylene Chloride <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
1,1-Dichloroethene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
1,1-Diehl oropropene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
1,2-Dichloropropane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
1,3-Dichloropropane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
cis-1,3-Dichloropropene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
2,2-Dichloropropane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Ethylbenzene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Styrene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
1,1,2-Trichloroethane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
1,1,1,2-Tetrachloroethane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
1,1,2,2-Tetrachloroethane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Tetrachloroethene <0.5 0.5 ug/l EPA 524.2 08/01/2063 AMT
1,2,3-Trichloropropane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Toluene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
f
3 of 3
R.I.Analytical Laboratories,Inc.
CERTIFICATE OF ANALYSIS
Envirotech Laboratories, Inc.
Date 07/25/2003 Approv by:
Work Order#: 0307-10346 .I nalytical
Sample# 001
SAMPLE DESCRIPTION: 0307571 176 BOG ROAD
SAMPLE TYPE: GRAB SAMPLE DATE/TI 07/23/2003 @15:00
SAMPLE DET. DATE
PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST
Xylenes <0.5 0.5 ug/1 EPA 52.4.2 08/01/2003 AMT
_',2-Dibromo-3-Chloropropane <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
Bromochloromethane <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
n-Butylbenzene <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
Dichlorodifluoromethane <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
Trichlorofluoromethane <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Hexachlorobutadiene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Isopropylbenzene <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
p-Isopropyltoluene <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
Naphthalene <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
n-Propylbenzene <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
sec-Butylbenzene <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
tert-Butylbenzene <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
1 2,3-Trichlorobenzene <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
1.2,4-Trichlorobenzene <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
12,4-Trimethylbenzene <0.5 0.5 ug/1 EPA 524.2 08/01/2003 AMT
1,3,5-Trimethylbenzene <0.5 0.5 ug/l EPA 524.2 08/01/2003 AMT
Methyl Tertiary Butyl Ether(MTBE) <► 1 ug/1 EPA 524.2 08/01/2003 AMT
n-Hexane <10 10 ug/1 EPA 524.2 08/01/2003 AMT
SURROGATES RANGE EPA 524.2 08/01/2003 AMT
4-Bromofluorobenzene 105 80-120% EPA 524.2 08/01/2003 AMT
1,2-Dichlorobenzene-d4 99 80-120% EPA 524.2 08/01/2003 AMT
'�No. � � � �' Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
t Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
2pplication for Migw6al *pgtem Congtruction Permit
Application for a Permit to Construct( 'Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. 1 2G Owner's Name,Address and Tel.No.
Assessor's Map/Pazcel � ►Yl t �S �� ca`�l C �l��c
�^ O f7-- b d d 5zs wear 2 cd
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Pit vv,, ..,� Ak
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Type of Building: —�.S�J
Dwelling No.of Bedrooms Lot Size 'sq.ft. Garbage Grinder( )
Other Type of Building- No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow //0 gallons per day. Calculated daily flow 3 3'0 gallons.
Plan Date &*4i]a co Number of sheets O"k- Revision Date C +.. Zov3
Title 1� ply,
Size of Septic Tank D gc(_ Type of S.A.S.
Description of Soils �-
Nature of Repairs or Alterations(Answer when applicable) .
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance It b i ued by this Board of Health.
Si Date
Application Approved b Date ��la
Application Disapproved for the following reasons
Permit No. Date Issued O
---------------------------------------
No,C/�'3%^3 L Fee Al
"i^ V V
e THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
»r Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE MASSACHUSETTS
2pplication for MU;p0al *pgtem Construction Permit
Application for a Permit to Construct('Repair( )Upgrade( )Abandon( ) Complete System El Individual Components
Location Address or Lot No. 1'T 6 (� > Owner's Name,Address and Tel.No.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
?x of fly
Type of Building: `/ SDI
Dwelling No.of Bedrooms Lot Size 'sq.ft. Garbage Grinder( )
Other Type of Building ��of• No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow //0 gallons per day. Calculated daily flow 330 gallons.
Plan Date P no 3 Number of sheets Revision Date .
Title 5'�f
Size of Septic Tank IS ac l Type of S.A.S. '
Description of Soil -will
Nature,of Repairs or Alterations.(Answer;{when applicable)
t• f!
Date last in pected: 061
1
'iv r
Agreement:
The'undersigned agrees,to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the-provisions of Title 5 of the Environmental Code and not to place the•system in operation until a Certifi-
cate of Compliance has eeNi§ssued by this Board of Health.
Sigel'A- .-t�r Je D s Date
Application Approved bb. \..�1 r— --� r Date P:iC 10
Application Disapproved for the following reasons `
r
Permit No. f Date Issued U
- -----------------------------------
THE COMMONWEALTH OF MASSACHUSETTS -
i
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( Repaired( )Upgraded
Abandoned(. )by _
at 1-7(w ` ►0 r r r �.1 n ft)%N\S has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 0 ot,)l -37 ddated /r, r)Z
Installer?-�_fin.. ( ;��;, ;�� {n r Designer t
The issuance of s pe * t shall not be construed as.a guarantee that the sy tem llfunction as ysi ed.
Date <�_ Lf Inspector
No. r�—.�� � /00
��- �o -------------------------Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
li5poe;af *pgtem Construction Permit
Permission is hereby granted to Construct"epair( )Upgrade( )Abandon( )
System located at R f dj Ga h 4 t l s he
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.'
Provided:Construction must be completed within three years of the da�byy
of this
I! Date• ���O 3 Approved
N }
D03,0 _ __________________
o,__W____________ Fee
BOARD OF HEALTH
TOWN OF BARNSTABLE
6 00(pprication for lVell Cootruction Permit
Applicatio/� is he y made for a permit to nstruct ('�, Alter ( ), or Repair ( )an individual Well at:
JJ o 6 � O4a 1s YcO H,s /M /�So - -- - - - -
---------------- — -- --
Location — Address Assessors Map and Parcel /
` a/3/(& -,S AA l
Owner � q Address
wc_I l�iL'- -- --- —�°-�°x--
/tea
Installer — riller Address — ---_ —
Type of Building
Dwelling ----- --- -- --
Other - Type of Building----------------- No. of Persons----------------------------------
Type of Well -- — Capacity---— - - --—— ---------—
Purpose of Well----0=`ta°J �c —(,—'4 °i-------
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to
place the well in operation until a Certifica a .of ompliance has been issued by the Board of Health.
GIJGfiS
Signed �—- - -date
Application Approved By - / ----
` date
Application Disapproved for the following reason .--------------------------- - ----------
--------—-- — — —--- ---- —date —
Permit No. — -- -- Issued— --------- ——
--��� date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(Certificate Of COMPhance
THIS IS TO CERTIFY, That the ndividual Well Constructed ('I, Altered ( ), or Repaired ( )
��w,��I" -----_-
--------------- -------------------------------------------------------------
by------ Installer
at- ---� �o(o ✓tic(
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No. ------- -Dated---- -----
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE------- -- — Inspector-- - —--— --- -- - ---
li
No.-------------- ! Fee BOARD OF OF HEALTH `
TOWN OF BARNSTABLE
ZppCuationArWell Con.Otruct ion 3pernut
f
Applicatioj is he4ey made fora permit to onstruct Alter ( ), or Repair ( )an individual Well at: f
Add
------- — Assessors Ma and Parcel
ress Location — j� P
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— G—
Owner / g
/
�SCli+ ✓�,P ��wc // lJ/i! �" -- — b, �k _/ �D .. �
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` Installer — Driller i Address
Type of Building
Dwelling --- - -- - ----------
Other - Type of Building---------------- - No. of Persons----------------------------
l'
TYPe of Well 7-�- Capacity- --------------- --
Purpose of Well---o`U ---
Agreement:
I
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to
.4place the well in operation until a Certificate .of ompliance has been issued by the Board of Health.
C✓fG cu� // / __
Signed
date
Application Approved B —(, / ----
PP PP y v tf
A date
Application Disapproved for the following reason : --------- --- ---- - ---—
----_-- � �— �! _ date --
s
Permit No. --�--- -- Issued-- �----
'V
-;� i
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate Of CoTnPhante
THIS IS TO CERTIFY, That/the ndividual ell Constructed ('�, Altered'( ), or Repaired ( )
/ --Intaller--------------------------- ------- ---- i
s
at lo�
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No. ------------------Dated----- --------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
(' DATE-------- Inspector—___- - - --------- -
BOARD OF HEALTH
TOWN OF BARNSTABLE
ell CongtructionVemit >>�-
" -- -` -V t Fee-
No.
! - ---
No. i
Permission is hereby granted D A
to Construct ( �), Alter ( a ), or Re air ( ) a Individual Well at:
D b
as shoy'mq�o/n t(he a p�ation f r �el1l construction Permit
No.---v V—�� J /�� . /ll ,_ Dated �f- ^i
'�-L- ---------------------------
Board,of Health
DATE --
Towfi of Barnstable PH P10.499
Department of Health,Safety,and Environmental Services
Public Health Division Date off d3
367 Main Street,Hyannis MA 02601
4I eearter�er,s,
Date Scheduled 2 03 Time MA11`1 Fee Pd.
Soil Suitability Assessment for Sewage Disposal
Performed By: Witnessed By: C3a W
LOCATION:&;GENERAL INFORMATION:
Location Address Owner's Name.
l, b �vI�e Ccxi��vu�
Address
Assessor's Map/Parcel: 4-5 I 1-7 —a Engineer's Name �_kpe
NEW CONSTRUCTION t-� REPAIR Telephone#
Land Use w 61)k� v- L�' Slopes(%) Surface Stones
t t} `4.
Distances from: Open Water Body ?v ft Possible Wet Area 17S' ft Drinking Water Well A00 —ft
Drainage Way ft Property Line ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
i�
�g
Gc we/L
-
�o 6Z�v4�
Parent material(geologic) C'BA R u'-V Depth to Bedrock ter'
Depth to Groundwater: Standing Water in Hole: A26 dU L` Weeping from Pit Face NG��
Estimated Seasonal High Groundwater "I pwpJ, r JC
>::<:::>:: <::....<:<::>}:::»<;1. ...........N....
E ,... ....N...:: ...I.O. .:N...,..'O..:..t.:. E A W LE -
Method Used ....
eke
.
Depth Observed standing in obs.hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well!/_ ..•_ Rredine Date: Inde el evel. _.___ A�Ij.factor Adj.Groundwater Level
PERCC�EATI(1N TEST lme�
Observation
Hole# Time at 9"
Depth of Perc Time at 6"
Start Pre-soak Time® Time(9"-6")
End Pre-soak f�-I S N 9� /T a y i"
`� �v1•e ��t Ll r+�-�
Rate Min./Inch �.
Site Suitability Assessment: Site Passed_ Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-�
Copy: Applicant
t�
DEEP.OBSERVATION:HOLE LOG Hole# 1
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
%
tdvqV-N
E�xs�� ��72G ..�
n s w /
N�
DEEP OBSERVATIONHOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency.0Gravell
d—�` S L� 1G R f/
��ay IJ row C
^-eASNw1
fi ell,*AG-
>: bEEP OB$9 VA.T.1O ['TDL LOC Hole#
Depth from Soii Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
° Gravel)
DEEP OBSERVATION HOLE LOG Hvle#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency.°
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes ✓
Within 500 year boundary No Yes
Within 100 year flood boundary No_ Yes
Depth of naturally Occurring Pervinuc Mofnriol
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? S
If not,what is the depth of naturally occurring pervious material?
Certification.
I certify that on �v 4 (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expe ' e and experien described in 310 CMR 15.017.
Signature Date !C &3
llL
NOTE.• NO SEPTIC WITHIN 150 FEET OF WELL , BOG AI,, ,� _� ¢ /RACE LANE
CRANBERRY B
OF
0 4%
` .II. ED%E o 1 �cz �� `� ° LOCUS
BAG--
IL
Vq
VER
\
cro \ \\ / LOCUS MAP
PLAN REF- 453/50
o` o_ A. M. 4517-2 \ \ ZONING : RF"
� A / ` GROUND WATER PROTECTION DISTRICT
b
AREA=43,561f SF \ PROPOSED 1 co all, "GP"'
pG WELL '`,
FLOOD ZONE. "C"
G E OF
E 1 TOP OF BOG
---- — ---------- \� E O � _ I COMMUNITY PANEL #
-�-- B�l� \ 1 � EL = 44.2
250001-0015-C
\ � PROPOSED GK ��
\ _ _G_RA V_EL DRIVE HA 1 I
1 \ S7rJNE 1�150 � V1 ► ► AUGUST 19, 1985
I I
0 I IL
GARAGE
SLAB AL=48•
56 //PROPOSED 0 16 I j 64. w 1 1
�
DWELLING
T.O.F: EL=SB' \ � I I
SITE & ,SE'PTIC PLAN
\\o� \` ,--_ `\ � �o s� I i i LOCATED AT
#176 BOG ROAD
MARSTONS MILLS, MA.
E 7` M&o' , PREPARED FOR•
o \\� p Eo DRIB
,I
!�' _ , H - \ 2 . ' � , MIKE' ROLFE
- , 6
ti
0 I MAY 29, 2003
dL, REV. JUNE 2, 2003 (SEPTIC TANK LOCATION)
ITPI ae \ \
\ O 1 .0 SCALE 1':• = 30 FEET
52 5 p I \
� Pyy A \ �� 5407750E 208. 96
fop �c o `� N\ A YANKEE SURVEY CONSULTANTS
g 5g 5 \o of �� \ �-\N OFF#,qs'�. UNIT 1, 40B INDUSTRY ROAD
A.M. 45/17-3 �,
BRUCE tiG� ��oS�.-`; PAUL A.""':y= P. O. BOX 265
G. MERITHEW
ARSTONS MILLS, MASS. 02648
MU. 749 y =o 3209e TEL: 428—0055 FAX 420—5553
C�
-BSDRoov ~•' '*
0_ DWELUNC 8.0 " \. S, SUR
;;�C
,B.o' 2' ��r AR\ " SHEET 1 OF 2 J# 53399 GM
TOP OF F10UNDATION
20' MIN.
, a
10 MIN. CONCRETE CO VERS 4" SCHEDULE 40 P. VC 2"LAYER OF
MIN. PITCH 1/8 PER FT. 1/8"-1/2"
56.0' CONCRETE COVER WASHED S70NE I \
• • / / • • / / / EL=54.0
MAX i ,B" MAX
/ / / .1 i , , i / ,
C 4' CAST IRON PIPE 6
es (OR EQff AP) PER FT. CLEAN SAND 9
MIN. PIPE PI7L^H 1/16" PER FT.= a 005 MIN
FLOW LINE
EL=51.0'
INVERT 1 N
EL.=54_0__ INVERT LEVEL o 0 0 ° ° ° ° o o °o
14" 20 0 0 0 0 00 0 00 0 „ o0 00 coo ° 0 0 D CAP
GAS _ 53.25' �6 SUM o00 0000000 ° 6 00000000 00 0
INVERT BAFFLE INVERT INVERT o o aq o $ 0 $ o 0 0 � o e ° 0 0° L.=50.0'
WALKOUT EL=48' EL.= 53.5' EL.= 51.0 _ EL.= 50. 75
(70 BE PLACED ON F7RM BASE) DISTRIBUTION INVERT
MECHANICALLY COMPACTED OR 6" OF STONE BOX "DB—9" EL•= 50.5'
40x 16x 6
__100---GALLONS Yip HE WATER TESTED -
„ IF MORE THAN ONE OUTLET FIELD FORMATION � o
SEPTIC TANK 20 PLACE ON 6" STONE 3/4" T10 1-1/2" SOIL ABSORPTION
0 de.Lli tf DOUBLE WASHED SMA E SYSTEM (SAS)
TOP OF BOG EL = 44.2'
PROFILE OF �° �` v�.. = 43'
SEWAGE DISPOSAL SYSTEM
a��c � a.,l NO OBSERVED WATER . TABLE (5/28/03) ELEV. ____
�
OBSERVATION HOLE I ELEV.= 54'__
NOT TO SCALE PERCOLATION RATE G2 MIN./ INCH AT _3FZ" INCHES OBSERVATION HOLE 2 ELEV.=_54'_
DEPTH HORIZ TEXTURE COLOR MOTT OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
0-8" A SANDY LOAM IOYR 5-1 0_8» A SANDY LOAM 10YR 5-1
8"-24" B LOAMY SAND IOYR 6-6 8"-24" B LOAMY SAND IOYR 6—
GENERAL NOTES 24"-120 CI MEDIUM
SAND IOYR 6-4 4"-132' Cl MEDIUM SAND IOYR 6-4
PERC
& GRA VEL
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO R E.P.
TITLE 5 AND THE TOWN OF _BARLNS'TABLE___— RULES AND NO WATER ENCOUNTERED NO WATER ENCOUNTERED
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 10" DATE OF SOIL TEST 5128/03 SOIL TEST DONE BY BRUCE G. MURPHY, R.S.
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: SA WHITE
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
5 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE P#IO, 4 74 DESIGN CALCULA TIONS.'
USED UNDER OR WITHIN 5 FT. OF DRIVES OR PARKING AREAS. NUMBER OF BEDROOMS . 3
4) ANY MASONARY UNITS USED TO BRING CO VERS TO GRADE SHALL GARBAGE DISPOSAL . . . . . . . . . NO
BE MORTERED IN PLACE.
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH LEACH FIELD 40' X 16' X 6" TOTAL ESTIMATED FLOW
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO INSTALL LEACH-FIELD IN MEDIUM ( 110—_GAL/BR./DA Y x 3__— BR.) 330 GAL/DA Y
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. HORIZON REQUIRED SEPTIC TANK CAPACITY 1500 GAL
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR SOIL CLASSIFICATION . . . . . . . . 1
0 IS TO CALL "DIG— SAFE" AT 1—800—322—4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE . . . . . < 2 MIN./IN.
PRIOR TO COMMENCING WORK ON SITE. EFFLUENT LOADING RATE . . . . . . . 74 GAL/DA Y/S.F.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS j LEACHING CAPACITY (40 X 16 X . 74 473 GAL/DA Y
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. RESERVE LEACHING CAPACITY . 378 GAL/DA Y
8) PARCEL IS IN FLOOD ZONE___ .
9) LOT IS SHOWN ON ASSESSORS MAP _45_ AS PARCEL —17=2—. (32x16x. 74)
a' SHEET 2 OF 2 JOB NUMBER__ 53399 ______
1